Brandon Small
Undergraduate Architecture Portfolio
2
ASPHALT SHINGLE ROOF
BRICK VENEER
1
AIR BARRIER OVER 1/2" OSB SHEATHING
3 2X6 WOOD STUDS 8" O.C. W/ FIBER GLASS BATTING INSULATION
5
6 4
7
5/8" GYP. BD OVER VAPOR RETARDER
3 Specifications:
1 3
1. Garden Roof Assembly
2
Earth 0/16” vert drainage mat strips @ 6’O.C., o/ soil nail wall, o/ full drainage mat, o/ protectionboard, o/ waterproof membrane, o/ C.I.P. concrete wall, o/ 1/2” airspace, o/ 3 5/8“ metal studs @ 16”O.C. w/ R-11 batt. insul. o/ GWB & vapor retarding PVA primer at interior
DECORATIVE PRECAST CONCRETE BEAM
6
2. Aluminum Storefront Relite System
1/4“ glass o/ 5/16” laminated safety glass on both sides
3. Concrete Beam
C.I.P. concrete beam 1’ width, 2’ height
4.Ptd. Precast Concrete Plank
8” hollowcore, precast, prestressed @4’O.C. w/ 1/2” thick conc. topping w/ 6x6 wwm
8
5. Aluminum Storefront
1/4” heat strengthened glass w/ Low-E coating to the exterior, o/ 1/2” airspace, o/ 5/16” laminated safety glass to interior
6. Raised Floor System on Concrete Structure
2’x2’ floor grid o/ 4” hollowcore ,precast, prestressed @ 4’O.C.
7. Aluminum Skylight System
Slope 1” per foot, 1/4” heat strengthened glass w/ Low-E coating to the exterior, o/ 1/2” airspace, o/ 5/16” laminated safety glass to interior
8. Interior Partition
5/8” GWB o/ 3 5/8” metal studs @ 16”O.C. w/ 3” batt. insul. o/ 5/8 GWB, cont. through raised floor to concrete base
9. 4” Concrete Slab
Brandon Small
ARCH 4304 Spring 2011 Art Gallery // Residence p. 36 - 43
ARC 411 Spring 2014 Construction Tech Axo p.32 - 35
ARC 301 Fall 2013 Greenhouse Cafe p.26 - 31
ARC 401 Fall 2014 Liquid // Light p.16 - 25
ARC 302 Spring 2014 Increasing Liteness p. 8 - 15
ARC 102 Spring 2012 Latex Material Study p. 4 - 7
Table of Contents
C.I.P. concrete foundation slab w/ gravel underneath
9
0’
Kun Chen Samuel Montanez
Kitsap County Administration Building 619 Division Street Port Orchard, Washington
Miller - Hull 1’
2‘
3’
4‘
8’
4" CONRETE SLAB
CONCRETE FOUNDATION WALL
CONCRETE FOOTER
WALL SECTION SCALE: 3/4" = 1'
3
what is architecture to me? To me, architecture is more than a materially defined construct or a building. It is a process involving complex system analysis and idea production that has the potential to inspire and engage on the personal and social level. As well as creating a sense of scale to the local, and global level. I believe that we as architects, occupy a unique opportunity and have great responsibilities to both society and to our planet, Earth. In my opinion a better world can exist, and that architecture is involved in an expression of that world. Brandon Small bwsmall@buffalo.edu (716) 783-0998
Select Academic Projects SUNY Alfred State College of Technology
2009 - 2011
University at Buffalo
2011 - 2014
“One of the great beauties of architecture is that each time, it is like life starting all over again.” – Renzo Piano
4
ASPHALT SHINGLE ROOF
BRICK VENEER
1
AIR BARRIER OVER 1/2" OSB SHEATHING
3 2X6 WOOD STUDS 8" O.C. W/ FIBER GLASS BATTING INSULATION
5
6 4
7
5/8" GYP. BD OVER VAPOR RETARDER
3 Specifications:
1 3
1. Garden Roof Assembly
2
Earth 0/16” vert drainage mat strips @ 6’O.C., o/ soil nail wall, o/ full drainage mat, o/ protectionboard, o/ waterproof membrane, o/ C.I.P. concrete wall, o/ 1/2” airspace, o/ 3 5/8“ metal studs @ 16”O.C. w/ R-11 batt. insul. o/ GWB & vapor retarding PVA primer at interior
DECORATIVE PRECAST CONCRETE BEAM
6
2. Aluminum Storefront Relite System
1/4“ glass o/ 5/16” laminated safety glass on both sides
3. Concrete Beam
C.I.P. concrete beam 1’ width, 2’ height
4.Ptd. Precast Concrete Plank
8” hollowcore, precast, prestressed @4’O.C. w/ 1/2” thick conc. topping w/ 6x6 wwm
8
5. Aluminum Storefront
1/4” heat strengthened glass w/ Low-E coating to the exterior, o/ 1/2” airspace, o/ 5/16” laminated safety glass to interior
6. Raised Floor System on Concrete Structure
2’x2’ floor grid o/ 4” hollowcore ,precast, prestressed @ 4’O.C.
7. Aluminum Skylight System
Slope 1” per foot, 1/4” heat strengthened glass w/ Low-E coating to the exterior, o/ 1/2” airspace, o/ 5/16” laminated safety glass to interior
8. Interior Partition
5/8” GWB o/ 3 5/8” metal studs @ 16”O.C. w/ 3” batt. insul. o/ 5/8 GWB, cont. through raised floor to concrete base
9. 4” Concrete Slab
ARC 102 Spring 2012 Latex Material Study p. 4 - 7
C.I.P. concrete foundation slab w/ gravel underneath
9
Brandon Small Kun Chen Samuel Montanez
Kitsap County Administration Building 619 Division Street Port Orchard, Washington
Miller - Hull 0’
1’
2‘
3’
4‘
8’
4" CONRETE SLAB
CONCRETE FOUNDATION WALL
CONCRETE FOOTER
WALL SECTION SCALE: 3/4" = 1'
5
Project Statement For this study, we were given a material and asked to deisgn a space which related back to the space of which it was cast upon. Our material, latex, was found to have amazing flexibility and strength when stretched. Using a structural beam running along the ceiling, we were able to hang our latex from it and attach it at certain points within the room. The tension in the latex, after it was secured to the floor, allowed us to create this stretchy, tent-like space beneath it. Location: Parker Hall University at Buffalo
Latex Material Study University at Buffalo
ARC 102 Spring 2012
Awards
The Whiteread Award for Siting
Process for Hanging the Material
Before
Step1
Elevation-2
Step2
We used the surrounding environment to cast upon during this latex material study. The latex was cast to the ceiling, in between 2 beams and to the extents of the room. it was also cast to the floor running the width of the garage door. To fix it to the ground and create a space it was hung over a central I-beam and anchored to the wall and flloor with sheet metal and eye-hooks, while it was attached at the ceiling by strong magnets.
Plan
Step3
Reflected Ceiling Plan
1ft
After
1ft
7
1ft
3D Axon (Isometric) Elevation-2
Plans of Where the Material was Cast
1ft
Plan
Reflected Ceiling Plan
1ft
8
ASPHALT SHINGLE ROOF
BRICK VENEER
1
AIR BARRIER OVER 1/2" OSB SHEATHING
3 2X6 WOOD STUDS 8" O.C. W/ FIBER GLASS BATTING INSULATION
5
6 4
7
5/8" GYP. BD OVER VAPOR RETARDER
3 Specifications:
1 3
1. Garden Roof Assembly
2
Earth 0/16” vert drainage mat strips @ 6’O.C., o/ soil nail wall, o/ full drainage mat, o/ protectionboard, o/ waterproof membrane, o/ C.I.P. concrete wall, o/ 1/2” airspace, o/ 3 5/8“ metal studs @ 16”O.C. w/ R-11 batt. insul. o/ GWB & vapor retarding PVA primer at interior
DECORATIVE PRECAST CONCRETE BEAM
6
2. Aluminum Storefront Relite System
1/4“ glass o/ 5/16” laminated safety glass on both sides
3. Concrete Beam
C.I.P. concrete beam 1’ width, 2’ height
4.Ptd. Precast Concrete Plank
8” hollowcore, precast, prestressed @4’O.C. w/ 1/2” thick conc. topping w/ 6x6 wwm
8
5. Aluminum Storefront
1/4” heat strengthened glass w/ Low-E coating to the exterior, o/ 1/2” airspace, o/ 5/16” laminated safety glass to interior
6. Raised Floor System on Concrete Structure
2’x2’ floor grid o/ 4” hollowcore ,precast, prestressed @ 4’O.C.
7. Aluminum Skylight System
Slope 1” per foot, 1/4” heat strengthened glass w/ Low-E coating to the exterior, o/ 1/2” airspace, o/ 5/16” laminated safety glass to interior
8. Interior Partition
5/8” GWB o/ 3 5/8” metal studs @ 16”O.C. w/ 3” batt. insul. o/ 5/8 GWB, cont. through raised floor to concrete base
9. 4” Concrete Slab
ARC 302 Spring 2014 Increasing Liteness p. 8 - 15
C.I.P. concrete foundation slab w/ gravel underneath
9
Brandon Small Kun Chen Samuel Montanez
Kitsap County Administration Building 619 Division Street Port Orchard, Washington
Miller - Hull 0’
1’
2‘
3’
4‘
8’
4" CONRETE SLAB
CONCRETE FOUNDATION WALL
CONCRETE FOOTER
WALL SECTION SCALE: 3/4" = 1'
9
Project Statement For the design of my architecture firm I wanted to have a central staircase continiously running through a central atrium space. As you walk up the stairs, you get a feeling of increasing lightness, due to the heavy concrete base structure changing into a lighter steel structure and roof. I wanted each level of this building to have a different occupancy. The first level is public with a gallery, cafe and reception area. The second level is the office floor with private offices, conference rooms and workshop /labs. The third level is the studio floor, where the Architects can develop designs at large combined desks. Location: Delaware Ave. and W. Chippewa St. Buffalo, NY
Increasing Liteness University at Buffalo
ARC 302 Spring 2014
10 Winter Solstice -Shadows and sunlight exposure on December 21 at 12P.M.
Atrium
Winter Solstice Summer Solstice
-Shadows and sunlight exposure on December 21 at 12P.M.
-Shadows and sunlight esposure on June 21 at 12P.M.
Delaware Ave. Elevation
W. Chippewa St. Elevation 2
Solar Studies
Atrium
Delaware Ave. 3/32" = 1'-0"
June 21 12:00 PM
Solar Diagram
Summer Solstice
Wi
-Roof protects studio space from overexposure to direct sunlight during Summer -Roof Allows light to penetrate facades during Winter to allow more natural lighting
-Shadows and sunlight esposure on June 21 at 12P.M.
-Sh 21
December 21 12:00 PM
Atrium Studios
S June 21 12:00 PM
Solar Diagram
View From Delaware Ave
Building Section Through Main Staircase
1-A noitceS 1 "0-'1 = "23/3
By creating a central atrium space with a large staircase reaching through, I was able to introduce a very light feeling space. The first floor occupies a a cafe and artist gallery, which is open except for the reception desk and staircase. The elevator is located on the far side of the building, so that if it was used the occupant would have to interact with the gallery. The second floor occupies the offices, conference rooms, labs, and workshops, which are each located along different exterior sides of the building. Studio spaces for personal design work are located on the top floor, also along the exterior walls. By placing the major work areas along the sun-exposed sides of the building, the spaces recieve the most amount of natural light.
11
44 ALF
VISITIN
20' - 8"
Mechanical
Gallery/ Exhibition
Delaw are A ve.
10100 COUNTY ROAD CLARENCE CENTER, NY 14032
UP
DRAWN BY: JACOB WASNEECHAK BRANDON SMALL DESCRIPTION:
B 1
A
Reception
Existing contour lines
Kitchen Lobby
SCALE: AS NOTED
Main Entry
SHEET TITLE:
A
Restaurant
1
SITE PLAN
SHEET NUMBER:
Chipp ewa
St. NORTH Ground Level/ Public Space 1
View Up Main Staircase
Level 1 1/8" = 1'-0"
Studio Spaces
2
A1.1 ISSUE DATE: MAY 9, 2011
13 Server Mechanical Mechanical Studios
Library
Walkway
Open Floor UP B
B
1
1
DN
A
A
2
2
Fab. Lab
Comp. Lab
Studios
Print Lab
A
Break Room
1
A 1
2nd Level / Offices
Office Level
3rd Level / Studios
Studio Level
Systems Diagrams
14
Exploded Structure View 1st Floor Reflected Ceiling Plan
1st Floor Reflected Ceiling Plan
Structural precast concrete beams
Mechanical room
Structural precast concrete columns
Major supply air ducts
Load-bearing walls
Return air ducts
Atrium
Atrium
2nd Floor Reflected Ceiling Plan
2nd Floor Reflected Ceiling Plan
Mechanical room
Structural precast concrete beams
Major supply air ducts
Structural precast concrete columns
Return air ducts
Load-bearing walls
Atrium
Atrium
3D View of “Light Structure”
Systems Wall Section
-Steel Columns - HSS 10x.625 -Steel Trusses -HSS 8x.625 -HSS 5x.625
-Cool air from the exterior infiltrates the offices and gallery spaces -A fan located located on the North wall pulls the warmer air into it as the air rises and would be recycled through the building
Atrium Studios
3D View of “Heavy” Structure Conference Room
-Columns are 18” diameter precast concrete -Beams are 1’wide by 2’ tall precast concrete -Loadbearing walls
Lobby
Envelope:
The envelope of this building consists of different types of fritted glass. The glazing of the public level and the studio level are a lighter tint in order to allow more light into the space. On the other hand, the office level has a darker tinted glazing to provide a bit more privacy from the street.
Section - Elevation Study Steel Panel Roof
Fritted Glass
Atrium
Studios
Glass with Dark Gray Tint
Conference Room
Fritted Glass
Lobby
16
ASPHALT SHINGLE ROOF
BRICK VENEER
1
AIR BARRIER OVER 1/2" OSB SHEATHING
3 2X6 WOOD STUDS 8" O.C. W/ FIBER GLASS BATTING INSULATION
5
6 4
7
5/8" GYP. BD OVER VAPOR RETARDER
3 Specifications:
1 3
1. Garden Roof Assembly
2
Earth 0/16” vert drainage mat strips @ 6’O.C., o/ soil nail wall, o/ full drainage mat, o/ protectionboard, o/ waterproof membrane, o/ C.I.P. concrete wall, o/ 1/2” airspace, o/ 3 5/8“ metal studs @ 16”O.C. w/ R-11 batt. insul. o/ GWB & vapor retarding PVA primer at interior
DECORATIVE PRECAST CONCRETE BEAM
6
2. Aluminum Storefront Relite System
1/4“ glass o/ 5/16” laminated safety glass on both sides
3. Concrete Beam
C.I.P. concrete beam 1’ width, 2’ height
4.Ptd. Precast Concrete Plank
8” hollowcore, precast, prestressed @4’O.C. w/ 1/2” thick conc. topping w/ 6x6 wwm
8
5. Aluminum Storefront
1/4” heat strengthened glass w/ Low-E coating to the exterior, o/ 1/2” airspace, o/ 5/16” laminated safety glass to interior
6. Raised Floor System on Concrete Structure
2’x2’ floor grid o/ 4” hollowcore ,precast, prestressed @ 4’O.C.
7. Aluminum Skylight System
Slope 1” per foot, 1/4” heat strengthened glass w/ Low-E coating to the exterior, o/ 1/2” airspace, o/ 5/16” laminated safety glass to interior
8. Interior Partition
5/8” GWB o/ 3 5/8” metal studs @ 16”O.C. w/ 3” batt. insul. o/ 5/8 GWB, cont. through raised floor to concrete base
9. 4” Concrete Slab
C.I.P. concrete foundation slab w/ gravel underneath
9
Brandon Small
ARC 401 Fall 2014 Liquid // Light p.16 - 25
Kun Chen Samuel Montanez
Kitsap County Administration Building 619 Division Street Port Orchard, Washington
Miller - Hull 0’
1’
2‘
3’
4‘
8’
4" CONRETE SLAB
CONCRETE FOUNDATION WALL
CONCRETE FOOTER
WALL SECTION SCALE: 3/4" = 1'
17
Project Statement This is a project that I worked on with a partner for a deisgn of an apartment building, with an outdoor plaza. The project is called Liquid // Light because the strategy that we used revolves around an idea of using natural sunlight at certain times of the day and encorporating a “liquid� outdoor space that had a different use for the winter and the summer. Location: Delaware Ave. and Allen St. Buffalo, NY
Liquid // Light (Apartment Plaza Design) University at Buffalo
ARC 402 Fall 2014
**Selected as one of the eight teams in final round ofsenior studio competition**
Liquid // Light
thgiL // diuqiL
Concept: The urban strategy is shaped by natural light at the times of the day when people are most active: leaving home in the morning, lunchtime and returning home in the evening. This light organizes the scheme into into nine ‘grounded’ towers of dwellings, which range from 1 to 8 stories, and 2 ‘hanging’ towers of gardens, all of which are linked by glazed corridors on three levels only. This allows the natural sunlight to pierce through the site to Allen Street, which is an active pedestrian street. The towers are ambiguous in scale, registering both as large monoliths and as a miniature city.
Conceptual Diagram Showing Lines of Light
19
Performative Section +99’
+87’
+75’
+63’
+51’
+39’
+27’
+15’
0’
-18’
44 N ALFR
VISITIN 1
20
Summer / Splash Pad
3
UP DN
DN
DN
2
UP
DN
Existing contour lines
DN
10100 COUNTY ROAD CLARENCE CENTER, NY 14032
DRAWN BY: JACOB WASNEECHAK BRANDON SMALL DESCRIPTION:
UP
UP DN
SCALE: AS NOTED SHEET TITLE: SITE PLAN
SHEET NUMBER:
A1.1
NORTH Ground Level
Program:
1
Ground Level 1/16" = 1'-0"
ISSUE DATE: MAY 9, 2011
The cluster of towers - which are situated around the perimeter of the site and occupied by small shops and cafes at ground level Define a public plaza dedicated to play. During the summer, programmable water jets that mark the lines of light penetrating the site, make a splash pad/urban lida. During the winter, the plaza is flooded, freezes and becomes an outdoor ice skating rink that is illuminated by lines of lights strung between the towers.
UP
Winter / Ice Skating
21 UP
UP
UP
UP
UP DN
UP DN
UP
UP
UP
DN
1
4th Level
Level 2 1/16" = 1'-0"
Sun Room Corridor 1 Bedroom 3 Bedroom 2 bedroom
Chen//SMall
2nd Level
Liquid//Light
Level 2 1/16" = 1'-0"
2nd, 3rd & 4th Levels
1
UP
DN
Vertical Circulation Commercial use
Sun Room Corridor 1 Bedroom
A
B
C
D
E
F
G
H
I
J
3 Bedroom 2 bedroom Vertical Circulation Commercial use
8th level corridor
A
Sun Room
Circulation Diagram
Corridor 1 Bedroom 3 Bedroom 2 bedroom
5th level corridor
Vertical Circulation Commercial use
4th level corridor
A
B
C
D
E
F
G
H
I
J
2nd level corridor
commercial level
Building Program Diagram
8th level corridor
“Cities are not like the suburbs, only denser. They Differ from towns and suburbs in basic ways, and one of these is that cities are, by definition, full of strangers� 5th level corridor
4th level corridor
Jane Jacobs, The Death and Love of Great American Cities
8th level corridor
3d Building Program
Sun Room Corridor 1 Bedroom
2nd level corridor
3 Bedroom 2 bedroom Vertical Circulation
commercial level
Commercial use
5th level corridor
4th level corridor
22
View From Delaware Ave and Alen St. Intersection
Section / Elevation Study
Structure:
Window Section Callout 1/2" = 1'-0"
The basement substructure and ground level slab are site cast concrete. The tower superstructures are Vierendeel steel trusses, which eliminate diagonal bracing and also allow the corners to be column-free. Floors are site cast concrete on corrugated steel decking.
Window Section Callout 1/2" = 1'-0"
Corridor Wall Section Callout 1/2" = 1'-0"
Corridor Wall Section Callout 1/2" = 1'-0"
Envelope:
Exploded Structure
2
Typical Elevation 1/4" = 1'-0"
Folded brushed stainless steel cladding, which is animated by an ever-changing play of light, has a changing density of folds depending on what type of room is on the interior: bathrooms and bedrooms have more dense folds, while kitchens and living spaces have a more open rhythm. Windows are inserted by replacing a fold or multiple folds with a story-height slot window, with a stainless steel ‘collar’ that negotiates between the plane of glass and the cladding.
24
1/4� Section Model Photographs
1/16� Model
25
26
ASPHALT SHINGLE ROOF
BRICK VENEER
1
AIR BARRIER OVER 1/2" OSB SHEATHING
3 2X6 WOOD STUDS 8" O.C. W/ FIBER GLASS BATTING INSULATION
5
6 4
7
5/8" GYP. BD OVER VAPOR RETARDER
3 Specifications:
1 3
1. Garden Roof Assembly
2
Earth 0/16” vert drainage mat strips @ 6’O.C., o/ soil nail wall, o/ full drainage mat, o/ protectionboard, o/ waterproof membrane, o/ C.I.P. concrete wall, o/ 1/2” airspace, o/ 3 5/8“ metal studs @ 16”O.C. w/ R-11 batt. insul. o/ GWB & vapor retarding PVA primer at interior
DECORATIVE PRECAST CONCRETE BEAM
6
2. Aluminum Storefront Relite System
1/4“ glass o/ 5/16” laminated safety glass on both sides
3. Concrete Beam
C.I.P. concrete beam 1’ width, 2’ height
4.Ptd. Precast Concrete Plank
8” hollowcore, precast, prestressed @4’O.C. w/ 1/2” thick conc. topping w/ 6x6 wwm
8
5. Aluminum Storefront
1/4” heat strengthened glass w/ Low-E coating to the exterior, o/ 1/2” airspace, o/ 5/16” laminated safety glass to interior
6. Raised Floor System on Concrete Structure
2’x2’ floor grid o/ 4” hollowcore ,precast, prestressed @ 4’O.C.
7. Aluminum Skylight System
Slope 1” per foot, 1/4” heat strengthened glass w/ Low-E coating to the exterior, o/ 1/2” airspace, o/ 5/16” laminated safety glass to interior
8. Interior Partition
5/8” GWB o/ 3 5/8” metal studs @ 16”O.C. w/ 3” batt. insul. o/ 5/8 GWB, cont. through raised floor to concrete base
9. 4” Concrete Slab
ARC 301 Fall 2013 Greenhouse Cafe p.26 - 31
C.I.P. concrete foundation slab w/ gravel underneath
9
Brandon Small Kun Chen Samuel Montanez
Kitsap County Administration Building 619 Division Street Port Orchard, Washington
Miller - Hull 0’
1’
2‘
3’
4‘
8’
4" CONRETE SLAB
CONCRETE FOUNDATION WALL
CONCRETE FOOTER
WALL SECTION SCALE: 3/4" = 1'
27
Project Statement This market design was intended to create a location where people in this neighborhood would have the ability to access fresh fruits and vegetables 365 days a year, no matter which season. To achieve this, a large 3-story greenhouse was designed, which can be accessed by the public on each of the 3 levels. The second level also contains a restaurant/ bar where a visitor can relax and have a meal within the greenhouse. Location: West Ferry St. and Grant St. Buffalo, NY
Greenhouse Cafe University at Buffalo
ARC 301 Fall 2013
34' - 1 1/2"
19' - 8"
20' - 8"
12' - 3"
44 North Main Street
Existing contour lines
NORTH Site Plan
29
Diagram Showing Greenhouse Relationship to the Rest of the Building
Greenhouse
Greenhouse acess on ALL floors
Cafe/Dining
Marketplace
Types of P be Grown
1
-Tomato -Lettuce -Eggplant -Squash -Waterme -Strawber -Grape -Apple -Orange -Lemon
Site 1" = 30'-0"
Rendered Section Vents open to release heat from greenhouse effect
SUMMER Vents close to keep heat from greenhouse effect
34' - 1 1/2"
19' - 8"
12' - 3"
20' - 8"
UP
UP
44 North Main Street
Existing contour lines
NORTH Ground Level
View From W. Ferry St.
31 UP
DN
DN
DN
DN
DN
2nd Level
2
Level 3 1/16" = 1'-0"
3rd Level DN
This design was intended to have its main entrance along West Ferry St. because it was the main road nearest the site. The large precast concrete “pillars� are intended to lead your eyes to the large greenhouse on the 3rd level. The large enclosed staircase is the main access to the upper level for pedestrians.
DN
DN
Restaurant/Bar
Greenhouse
32
ASPHALT SHINGLE ROOF
BRICK VENEER
1
AIR BARRIER OVER 1/2" OSB SHEATHING
3 2X6 WOOD STUDS 8" O.C. W/ FIBER GLASS BATTING INSULATION
5
6 4
7
5/8" GYP. BD OVER VAPOR RETARDER
3 Specifications:
1 3
1. Garden Roof Assembly
2
Earth 0/16” vert drainage mat strips @ 6’O.C., o/ soil nail wall, o/ full drainage mat, o/ protectionboard, o/ waterproof membrane, o/ C.I.P. concrete wall, o/ 1/2” airspace, o/ 3 5/8“ metal studs @ 16”O.C. w/ R-11 batt. insul. o/ GWB & vapor retarding PVA primer at interior
DECORATIVE PRECAST CONCRETE BEAM
6
2. Aluminum Storefront Relite System
1/4“ glass o/ 5/16” laminated safety glass on both sides
3. Concrete Beam
C.I.P. concrete beam 1’ width, 2’ height
4.Ptd. Precast Concrete Plank
8” hollowcore, precast, prestressed @4’O.C. w/ 1/2” thick conc. topping w/ 6x6 wwm
8
5. Aluminum Storefront
1/4” heat strengthened glass w/ Low-E coating to the exterior, o/ 1/2” airspace, o/ 5/16” laminated safety glass to interior
6. Raised Floor System on Concrete Structure
2’x2’ floor grid o/ 4” hollowcore ,precast, prestressed @ 4’O.C.
7. Aluminum Skylight System
Slope 1” per foot, 1/4” heat strengthened glass w/ Low-E coating to the exterior, o/ 1/2” airspace, o/ 5/16” laminated safety glass to interior
8. Interior Partition
5/8” GWB o/ 3 5/8” metal studs @ 16”O.C. w/ 3” batt. insul. o/ 5/8 GWB, cont. through raised floor to concrete base
9. 4” Concrete Slab
C.I.P. concrete foundation slab w/ gravel underneath
9
Brandon Small
ARC 411 Spring 2014 Construction Tech Axo p.32 - 35
Kun Chen Samuel Montanez
Kitsap County Administration Building 619 Division Street Port Orchard, Washington
Miller - Hull 0’
1’
2‘
3’
4‘
8’
4" CONRETE SLAB
CONCRETE FOUNDATION WALL
CONCRETE FOOTER
WALL SECTION SCALE: 3/4" = 1'
33
Project Statement These 3D drawings were created using plan, section and elevation drawings from the Reid House designed by Clark & Menefee Architects (presently W.G. Clark Architects), and the Kitsap County Administration Building designed by the Miller-Hull Partnership. Its intent was to show the materials used in the structure and envelope. Location: Varies
Construction Technology Axonometrics University at Buffalo
ARC 442 Spring 2014
9 34
Reid House Specifications 1
2’ x 1’ Concrete strip footing 3- #5 Reinforcement bars
2
6'x1' Concrete foundation 5- #5 Reinforcement bars long direction 8- #5 Reinforcement bars short direction
9
3
Concrete floor slab 4" thick typ. Wire mesh Place 2#5 bars cont. w/3" clearance around. 4” minimum compacted sand Vapor barrier
10
4
External wall 8“ x 16” x 12“ CMU single wythe Horizontal reinforcing @ 16” O.C. Vertical reinforcing #3 bars at corners and openings grouted solid All other cores insulated
ng direction hort direction
yp.
earance around. d
5
ythe O.C. at corners and openings
5
he at corners and openings
External wall 8“ x 16” x 8“ CMU single wythe Vertical reinforcing #3 bars at corners and openings grouted solid All other cores insulated
7
6
8
C. ed on building center
5
2'x12' Floor joists @ 16" O.C. Start layout w/space centered on building center line 2x6 Tongue and groove decking
king
. cking
7
himney assembly
2”x6“ Floor joists @ 16” O.C. 2“x6” Tongue and groove decking
4
ash block
8
Prefrabricated firebox and chimney assembly Secure to masonry
o joists
6
9
1/8” Glass set in sealant in sash block
2 1
3
10
2x6 Rafters @ 16” O.C. 2x6 Ceiling Joists 3/8” MDO Plywood, nailed to joists
4
6 4
35
Kitsap County Administration Building
7 3
1
1
Specifications: 1. Garden Roof Assembly
2
3
Earth 0/16” vert drainage mat strips @ 6’O.C., o/ soil nail wall, o/ full drainage mat, o/ protectionboard, o/ waterproof membrane, o/ C.I.P. concrete wall, o/ 1/2” airspace, o/ 3 5/8“ metal studs @ 16”O.C. w/ R-11 batt. insul. o/ GWB & vapor retarding PVA primer at interior
3
2. Aluminum Storefront Relite System
1/4“ glass o/ 5/16” laminated safety glass on both sides
3. Concrete Beam
5
C.I.P. concrete beam 1’ width, 2’ height
4.Ptd. Precast Concrete Plank
6
8” hollowcore, precast, prestressed @4’O.C. w/ 1/2” thick conc. topping w/ 6x6 wwm
4
8
7
6
5. Aluminum Storefront
1/4” heat strengthened glass w/ Low-E coating to the exterior, o/ 1/2” airspace, o/ 5/16” laminated safety glass to interior
3
6. Raised Floor System on Concrete Structure
2’x2’ floor grid o/ 4” hollowcore ,precast, prestressed @ 4’O.C.
Specifications: 7. Aluminum Skylight System
1 3
Slope 1” per foot, 1/4” heat strengthened glass w/ Low-E o/ 1/2” airspace, o/ 5/16” laminated
1. Garden Roof Assembly
2
Earth 0/16” vert drainage mat strips @ 6’O.C., o/ soil nail coating to the exterior, wall, o/ full drainage mat, o/ protectionboard, o/ waterproof membrane, o/ C.I.P. concrete wall, o/ 1/2” airspace, o/ 3to 5/8“interior safety glass metal studs @ 16”O.C. w/ R-11 batt. insul. o/ GWB & vapor retarding PVA primer at interior
6
8. Interior Partition
2. Aluminum Storefront Relite System
GWB o/ 1/4“ glass o/ 5/16” laminated safety 5/8” glass on both sides
3 5/8” metal studs @ 16”O.C. w/ 3” batt. insul. o/ 5/8 GWB, cont. through raised floor to concrete base
3. Concrete Beam
C.I.P. concrete beam 1’ width, 2’ height
9. 4” Concrete Slab
4.Ptd. Precast Concrete Plank
8” hollowcore, precast, prestressed C.I.P. @4’O.C. concrete w/ 1/2” thick conc. topping w/ 6x6 wwm
9
8
foundation slab w/ gravel underneath
5. Aluminum Storefront
1/4” heat strengthened glass w/ Low-E coating to the exterior, o/ 1/2” airspace, o/ 5/16” laminated safety glass to interior
6. Raised Floor System on Concrete Structure
2’x2’ floor grid o/ 4” hollowcore ,precast, prestressed @ 4’O.C.
7. Aluminum Skylight System
Brandon Small Kun Chen Samuel Montanez
Kitsap County Administration Building
Slope 1” per foot, 1/4” heat strengthened glass w/ Low-E coating to the exterior, o/ 1/2” airspace, o/ 5/16” laminated safety glass to interior
8. Interior Partition
5/8” GWB o/ 3 5/8” metal studs @ 16”O.C. w/ 3” batt. insul. o/ 5/8 GWB, cont. through raised floor to concrete base
619 Division Street Port Orchard, Washington
9. 4” Concrete Slab
C.I.P. concrete foundation slab w/ gravel underneath
9
Brandon Small Kun Chen
Miller - Hull
36
ASPHALT SHINGLE ROOF
BRICK VENEER
1
AIR BARRIER OVER 1/2" OSB SHEATHING
3 2X6 WOOD STUDS 8" O.C. W/ FIBER GLASS BATTING INSULATION
5
6 4
7
5/8" GYP. BD OVER VAPOR RETARDER
3 Specifications:
1 3
1. Garden Roof Assembly
2
Earth 0/16” vert drainage mat strips @ 6’O.C., o/ soil nail wall, o/ full drainage mat, o/ protectionboard, o/ waterproof membrane, o/ C.I.P. concrete wall, o/ 1/2” airspace, o/ 3 5/8“ metal studs @ 16”O.C. w/ R-11 batt. insul. o/ GWB & vapor retarding PVA primer at interior
DECORATIVE PRECAST CONCRETE BEAM
6
2. Aluminum Storefront Relite System
1/4“ glass o/ 5/16” laminated safety glass on both sides
3. Concrete Beam
C.I.P. concrete beam 1’ width, 2’ height
4.Ptd. Precast Concrete Plank
8” hollowcore, precast, prestressed @4’O.C. w/ 1/2” thick conc. topping w/ 6x6 wwm
8
5. Aluminum Storefront
1/4” heat strengthened glass w/ Low-E coating to the exterior, o/ 1/2” airspace, o/ 5/16” laminated safety glass to interior
6. Raised Floor System on Concrete Structure
2’x2’ floor grid o/ 4” hollowcore ,precast, prestressed @ 4’O.C.
7. Aluminum Skylight System
Slope 1” per foot, 1/4” heat strengthened glass w/ Low-E coating to the exterior, o/ 1/2” airspace, o/ 5/16” laminated safety glass to interior
8. Interior Partition
5/8” GWB o/ 3 5/8” metal studs @ 16”O.C. w/ 3” batt. insul. o/ 5/8 GWB, cont. through raised floor to concrete base
9. 4” Concrete Slab
C.I.P. concrete foundation slab w/ gravel underneath
Brandon Small
ARCH 4304 Spring 2011 Art Gallery // Residence p. 36 - 43
9
0’
Kun Chen Samuel Montanez
Kitsap County Administration Building 619 Division Street Port Orchard, Washington
Miller - Hull 1’
2‘
3’
4‘
8’
4" CONRETE SLAB
CONCRETE FOUNDATION WALL
CONCRETE FOOTER
WALL SECTION SCALE: 3/4" = 1'
37
Project Statement The concept behind this building was for it to fit in with the surrounding architecture of the town of Alfred, while also having unique characteristics of an art gallery. Certain characteristics that I wanted to focus on included the use of natural light, an easy means of circulation and 3 different levels for 3 different functions: Living, Gallery and Office. These drawings were a first attempt at a complete set of construction documents. Location: Main St. Alfred, NY
Art Gallery // Residence SUNY Alfred State College of Technology
ARCH 4304 Spring 2011
20' -
0"
Property line 85
0' - 6"
Retaining wall 20' - 4"
20' - 11"
13' - 5 3/4"
23' - 11 1/4" 10' - 10 1/2"
-10' - 0" 34' - 1 1/2"
10100 COUNTY ROAD CLARENCE CENTER, NY 14032
MAIN STEET
19' - 8"
12' - 3"
DRAWN BY: JACOB WASNEECHAK BRANDON SMALL DESCRIPTION:
Existing contour lines
SCALE: AS NOTED SHEET TITLE: SITE PLAN
Site Plan
SHEET NUMBER:
91
SIDE WALK
NORTH
44 North Main Street
A1.1 ISSUE DATE: MAY 9, 2011
-10' - 0"
5' - 3 1/2"
46' - 9 1/4"
89
81
20' - 7"
10' - 10 1/2"
44 NORTH MAIN STREET ALFRED, NEW YORK 14802
SIDE WALK
83
VISITING ARTIST CENTER
10' -
0"
87
20' - 8"
VISITING CENTER PARKING
*546 Main Street* *Niagara Falls NY* *14301* 716-435-2234
39
www.S&W.archfirm.com
Front Elevation 2
1
20' -
0"
3
4
12
EXTERIOR GLAZING
0"
5
10' -
BRICK VENEER
0' - 7"
12 6
EXTERIOR GLAZING
4" SQUARE ALUMINUM MULLION
6' - 3 1/2"
PRECAST CONCRETE WALL
2' - 5"
5' - 11"
4' - 5"
1' - 4 1/2"
5
44 NORTH MAIN STREET ALFRED, NEW YORK 14802
10' - 0"
PRECAST CONCRETE DECORATIVE BEAM
VISITING ARTIST CENTER
1' - 0"
8' - 0"
4' - 6 1/2"
12
STEEL COLUMN W/ CONCRETE EXTERIOR
FRONT ELEVATION
C
EXTERIOR GLAZIN
SCALE: 1/4" = 1' 10100 COUNTY ROAD CLARENCE CENTER, NY 14032
9' - 5"
SCALE: AS NOTED
SHEET TITLE: SITE PLAN
SHEET NUMBER: 2' - 0"
Existing contour lines
DRAWN BY: JACOB WASNEECHAK BRANDON SMALL DESCRIPTION:
Surrounding buildings in the area have a very traditional brick facade and terracotta details and roof. The front facade of this design has a similar feeling with its brick and precast concrete details, which carries around the corners of the facade to the rest of the building. To create a more current look, the addition of a large staircase encased by glazing, and an atrium were added to allow more natural light into the building.
EXTERIOR
85' - 11 1/2"
3' - 0"
4' - 0"
3' - 0"
4' - 0"
3' - 0"
13' - 2"
3' - 5 1/4"
3' - 4"
2' - 8"
BATHROOM 2
0' - 8"
0' - 3 1/2"
1
4' - 2"
1
20
9' - 3 1/4"
37
5' - 6"
15' - 5 1/4"
2' - 8 1/2"
4
14
5' - 2"
10' - 4" 19' - 8 1/2"
5
44
2' - 8"
BATHROOM 1 15
1
1
0' - 4"
1
UP
9' - 3 1/4"
D
3' - 4"
41
36 3' - 4"
6' - 11 1/4"
4' - 6 1/2"
40
4' - 2 1/2"
31' - 8 3/4"
UP
DN
2' - 7 1/2"
BATHROOM 1
5' - 5 1/2"
21
9' - 4"
12' - 5"
17 R @ 0' - 6 3/4"
13
5' - 4"
18 UP
LIVING/KITCHEN 1
16' - 3"
2
1
25
2' - 8"
8' - 5"
10' - 3 3/4"
37
3' - 11"
12
44
A3.2 3' - 4"
2
BEDROOM 1
GALLERY RECEPTION
3' - 11"
3' - 5" 8' - 4"
1' - 6"
17
3
65
7' - 4"
16' - 8 3/4"
25
22
3' - 5"
47' - 1"
3' - 0"
34
47' - 0"
3' - 0"
7
40' - 8"
5' - 4"
8
10' - 1"
6' - 10"
FLOOR LOWERED 5"
44 NORTH MAIN STREET ALFRED, NEW YORK 14802
2 16
APT. HALLWAY
VISITING ARTIST CENTER
1' - 6"
1' - 6 1/2"
3' - 4"
10
TILE RAISED 6" 37
8' - 0"
10' - 10"
BEDROOM 2
45
10' - 8"
7' - 4"
5' - 7 1/2"
15' - 5 1/4"
1
13
7' - 6"
44
3' - 11"
11' - 3"
16
2' - 8"
9
21' - 0 1/2"
19
8' - 0 3/4"
2' - 6"
2' - 6"
5' - 5"
7' - 5 1/4"
17 R @ 0' - 6 3/4"
21' - 8"
BATHROOM 2
2' - 10"
8' - 7" 5' - 8"
UP
LIVING/KITCHEN 2
MECHANICAL ROOM
10100 COUNTY ROAD CLARENCE CENTER, NY 14032
18 R @ 0' - 6 3/4"
UP
12' - 0 3/4"
11
4
18 R @ 0' - 6 3/4"
DN
SIDE ENTRY 10100 COUNTY ROAD CLARENCE CENTER, NY 14032
18 R @ 0' - 6 3/4"
DRAWN BY: JACOB WASNEECHAK BRANDON SMALL DESCRIPTION:
18 R @ 0' - 7"
STAIRS
STAIRS
27' - 6"
Existing contour lines
DRAWN BY: JACOB WASNEECHAK BRANDON SMALL DESCRIPTION: 2' - 6"
32' - 9 1/2"
2' - 3 1/2"
12' - 4 1/2"
APARTMENT FLOOR PLAN SCALE: 1/4" = 1'
Basement Plan / Resident Entry
12' - 4 1/2"
2' - 8"
3' - 0"
2' - 8"
3' - 0"
SCALE: AS NOTED
18' - 6 1/4"
10' - 6"
23' - 2"
40' - 5"
8
0' - 4 1/2"
85' - 11 1/2"
NORTH
SCALE: AS NOTED
A2.1 A
C
DISPLAY FLOOR PLAN
B
ISSUE DATE: MAY 9, 2011
SCALE: 1/4" = 1'
SHEET TITLE: SITE PLAN
A1.1 ISSUE DATE: MAY 9, 2011
11' - 7"
SHEET NUMBER:
SHEET NUMBER:
NORTH
3' - 0"
APARTMENT FLOOR PLAN
1
B
7' - 6 3/4"
SHEET TITLE:
A3.2
A
12' - 6"
www.S&W.archfirm.com 1
8' - 0"
28' - 9 1/2"
3
19' - 9 1/4"
13' - 4 3/4"
10' - 4 1/2"
1
C
8
716-435-2234
16' - 2"
46' - 3"
FOUNDATION WALL
8' - 6 1/2"
2
B
*546 Main Street* *Niagara Falls NY* *14301*
40' - 4 1/2"
LOAD BEARING COLUMNS
1
A3.1
A
Small & Wasneechak Architecture
10' - 10"
17' - 5 1/2"
51' - 11 3/4"
3
6' - 0"
45' - 7"
A3.1
C
10' - 4 1/2"
B
44 NORTH MAIN STREET ALFRED, NEW YORK 14802
A
VISITING ARTIST CENTER
40
Ground Level / Gallery Entry
C
41
A3.1 3
Small & W Archi
*546 Ma *Niagara *14
716-435-2234 20' - 0"
25' - 6"
20' - 4"
8' - 0"
716-43
www.S&W.archfirm.com
33
3' - 11" 2' - 9 1/2"
7' - 4"
5' - 2"
ROOFTOP ABOVE STUDIO
2
DISPLAY FLOOR BELOW
DN
ROOFTOP ABOVE STUDIO
4
3
3' - 1 1/2"
44
8' - 0"
7' - 4"
1' - 3 1/2"
11' - 6"
54
SKY LIGHT
4' - 1 1/2"
4' - 1 1/2"
SKY LIGHT 28
-
3
37
6' - 7" 1' - 3 1/2"
9' - 10"
BRICK PATIO
-
19' - 9"
18' - 7"
6' - 10" 3' - 4"
6' - 7"
2' - 4 1/2"
17 R @ 0' - 6 3/4"
3' - 5"
4' - 5 1/2"
1 37
VISITING ARTIST CENTER
4
4
1' - 6"
19' - 0 1/2"
54 3' - 6"
43
22' - 10 1/4"
4' - 7"
4
5' - 0"
OPEN TO BELOW 19' - 4"
5 42
44 NORTH MAIN STREET ALFRED, NEW YORK 14802
3
54
1' - 6"
3
1' - 6"
1
VISITING ARTIST CENTER
DN
6' - 10"
47' - 0"
46' - 9 1/2"
A3.1
8
STUDIO 2
7' - 4"
3' - 4 1/2"
3' - 0"
2
2' - 11"
2
3' - 0"
3' - 1"
OPEN TO BELOW
OFFICE
6
6' - 8 1/2"
54
32
SKY LIGHT
3' - 4" 6' - 7"
5' - 1 1/4"
3' - 4"
DN
1
1' - 6"
9' - 1 3/4"
1
OPEN TO BELOW
27
OFFICE
44
3' - 3"
54
2' - 8 3/4"
19' - 5"
16' - 0"
3' - 8"
3
9
SKY LIGHT
1' - 2"
1' - 2"
9' - 9"
17 R @ 0' - 6 3/4"
1' - 6"
4' - 4"
BRICK PATIO
STUDIO 1
11' - 6" 10' - 9 1/4"
2' - 11 1/4"
19' - 4"
4' - 1 1/2"
4' - 1 1/2"
www.S&W.a
13' - 0"
15' - 4"
C
*546 Main Street* *Niagara Falls NY* *14301*
86' - 0"
DN
B
A
Small & Wasneechak Architecture
19' - 5 1/4"
DN
10100 COUNTY ROAD CLARENCE CENTER, NY 14032
10100 CO CLARENCE C
DRAWN BY: JACOB WASNEECHAK BRANDON SMALL DESCRIPTION:
DRAWN BY: JACOB WASN BRANDON SM DESCRIPTION 18 R @ 0' - 7"
SCALE: AS NOTED SCALE: AS NOTED
SHEET TITLE: 40' - 9"
1' - 0"
DISPLAY FLOOR PLAN
10' - 1"
3' - 11 1/4"
14' - 10 1/4"
4' - 6 1/4"
11' - 5 1/2"
SHEET TITLE
86' - 0"
OFFICE FLOO
SHEET NUMBER:
A2.2
NORTH
A
ISSUE DATE: MAY 9, 2011
OFFICE FLOOR PLAN SCALE: 1/4" = 1'
2nd Level / Offices
SHEET NUMB
1 A3.2
B
C
NORTH
A2
ISSUE DATE: MAY 9, 2011
42
Section Through Enclosed Staircase
Small & Arc
*546 *Niaga * 716
www.S&
OFFICE 5
Small & Arc
*546 *Niaga *
GALLERY
716
2
5
APT. HALLWAY
MECHANICAL ROOM
7
8
GALLERY 2
RECEPTION
GALLERY
1
2
APT. HALLWAY
MECHANICAL ROOM
7
8
VISITING ARTIST VISITING CENTER ARTIST CENTER
www.S&
OFFICE
1010 CLAREN
DRAWN B JACOB W BRANDON DESCRIP
MECHANICAL ROOM
APT. HALLWAY
8
7
RECEPTION
GALLERY
1
2
SCALE: AS NOTE
SHEET TI
BUILDING
1010 CLAREN
SHEET NU
BUILDING SECTIONS SCALE: 1/4" = 1'
A4
DRAWN B JACOB W BRANDON DESCRIP
MECHANICAL ROOM
APT. HALLWAY
8
7
ISSUE DA MAY 9, 20
SCALE: AS NOTE
SHEET TI
BUILDING
Section Through Atrium
SHEET NU
BUILDING SECTIONS
A4
SCALE: 1/4" = 1'
ISSUE DA MAY 9, 20
C
EXTERIOR GLAZING
4" SQUARE ALUMINUM MULLION
B
A
VISITING ARTIST CE
FRONT ELEVATION
44 NORTH MAIN STREE ALFRED, NEW YORK 148
STEEL COLUMN W/ CONCRETE EXTERIOR
ASPHALT SHINGLE ROOF
CALE: 1/4" = 1' ASPHALT SHINGLE ROOF
BRICK VENEER
AIR BARRIER OVER 1/2" OSB SHEATHING
9' - 5"
EXTERIOR GLAZING
BRICK VENEER
2' - 0"
44
Small & Wasneechak Architecture 2X6 WOOD STUDS 8" O.C. PRECAST CONCRETE DECORATIVE BEAM
10' - 0"
MARBLE VENEER 54
GLASS * 5 4 6 M a i n S t r e e W/ t * FIBER 10100 COUNTY ROAD CENTER, NY 14032 * N i a g a r a F a l l s N YBATTING * CLARENCEINSULATION *14301* 716-435-2234
DRAWN BY: JACOB WASNEECHAK BRANDON SMALL www.S&W.archfirm.com DESCRIPTION:
STUDIO 2 4
4' - 4 1/2"
CONRCETE FOOTER 9' - 0"
44
1
1
5/8" GYP. BD OVER SCALE:VAPOR RETARDER
CONRETE FOUNDATION WALL
AS NOTED
1
SHEET TITLE:
LIVING/KITCHEN 1
7
13
ELEVATIONS
0' - 5 1/4"
APT. HALLWAY
SHEET NUMBER:
A3.1
VISITING ARTIST CENTER
DECORATIVE PRECAST CONCRETE BEAM
44 NORTH MAIN STREET ALFRED, NEW YORK 14802
North Elevation
SIDE ELEVATION SCALE: 1/4" = 1'
Section Through Studio/Apartment
STUDIO 2
GALLERY
BATHROOM 1
RECEPTION
4
2
15
1
ISSUE DATE: MAY 9, 2011
10100 COUNTY ROAD CLARENCE CENTER, NY 14032
CRAWL SPACE
BATHROOM 1
LIVING/KITCHEN 1
APT. HALLWAY
14
13
7
DRAWN BY: JACOB WASNEECHAK BRANDON SMALL DESCRIPTION:
SCALE: AS NOTED SHEET TITLE: CRAWL SOACE
BUILDING SECTIONS
Typical Wall Section
SHEET NUMBER:
BUILDING SECTION
A4.2 ISSUE DATE: